OOFEM  2.4
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oofem::ConcreteDPM Member List

This is the complete list of members for oofem::ConcreteDPM, including all inherited members.

AHardoofem::ConcreteDPMprotected
applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticCompliance(FloatArray &strain, const FloatArray &stress, double GModulus)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
applyDeviatoricElasticStiffness(FloatArray &stress, const FloatArray &strain, double GModulus)oofem::StructuralMaterialstatic
applyElasticCompliance(FloatArray &strain, const FloatArray &stress, double EModulus, double nu)oofem::StructuralMaterialstatic
applyElasticStiffness(FloatArray &stress, const FloatArray &strain, double EModulus, double nu)oofem::StructuralMaterialstatic
ASoftoofem::ConcreteDPMprotected
assignStateFlag(GaussPoint *gp)oofem::ConcreteDPM
BHardoofem::ConcreteDPMprotected
castingTimeoofem::Materialprotected
CHardoofem::ConcreteDPMprotected
checkConsistency()oofem::Materialvirtual
checkForVertexCase(double &answer, double sig, double tempKappa)oofem::ConcreteDPM
computeAMatrix(FloatMatrix &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDamage(const FloatArray &strain, GaussPoint *gp, TimeStep *tStep)oofem::ConcreteDPM
computeDamageParam(double kappa, GaussPoint *gp)oofem::ConcreteDPMvirtual
computeDCosThetaDStress(FloatArray &answer, const FloatArray &stress) const oofem::ConcreteDPM
computeDDGDDInv(FloatMatrix &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDDGDInvDKappa(FloatArray &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDDKappaDDeltaLambdaDInv(FloatArray &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDDKappaDDeltaLambdaDKappa(double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDDRhoDDStress(FloatMatrix &answer, const FloatArray &stress) const oofem::ConcreteDPM
computeDDuctilityMeasureDInv(FloatArray &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDeviatoricVolumetricSplit(FloatArray &dev, const FloatArray &s)oofem::StructuralMaterialstatic
computeDeviatoricVolumetricSum(FloatArray &s, const FloatArray &dev, double mean)oofem::StructuralMaterialstatic
computeDFDInv(FloatArray &answer, double sig, double rho, double tempKappa) const oofem::ConcreteDPM
computeDFDKappa(double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDGDInv(FloatArray &answer, double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDKappaDDeltaLambda(double sig, double rho, double tempKappa)oofem::ConcreteDPM
computeDRDCosTheta(double theta, double ecc) const oofem::ConcreteDPM
computeDRhoDStress(FloatArray &answer, const FloatArray &stress) const oofem::ConcreteDPM
computeDSigDStress(FloatArray &answer) const oofem::ConcreteDPM
computeDuctilityMeasure(double sig, double rho, double theta)oofem::ConcreteDPMvirtual
computeDuctilityMeasureDamage(const FloatArray &strain, GaussPoint *gp)oofem::ConcreteDPM
computeEquivalentStrain(double &kappaD, const FloatArray &elasticStrain, GaussPoint *gp, TimeStep *tStep)oofem::ConcreteDPMvirtual
computeFirstCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeFirstInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeHardeningOne(double tempKappa) const oofem::ConcreteDPM
computeHardeningOnePrime(double tempKappa) const oofem::ConcreteDPM
computeInverseDamage(double dam, GaussPoint *gp)oofem::ConcreteDPM
computePrincipalValDir(FloatArray &answer, FloatMatrix &dir, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computePrincipalValues(FloatArray &answer, const FloatArray &s, stressStrainPrincMode mode)oofem::StructuralMaterialstatic
computeRatioPotential(double sig, double tempKappa)oofem::ConcreteDPM
computeSecondCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeSecondStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeStressIndependentStrainVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterialvirtual
computeStressIndependentStrainVector_3d(FloatArray &answer, GaussPoint *gp, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterialvirtual
computeStressNorm(const FloatArray &stress)oofem::StructuralMaterialstatic
computeTempKappa(double kappaInitial, double sigTrial, double rhoTrial, double sig)oofem::ConcreteDPM
computeThirdCoordinate(const FloatArray &s)oofem::StructuralMaterialstatic
computeThirdStressInvariant(const FloatArray &s)oofem::StructuralMaterialstatic
computeTrialCoordinates(const FloatArray &stress, GaussPoint *gp)oofem::ConcreteDPM
computeVonMisesStress(const FloatArray *currentStress)oofem::StructuralMaterialstatic
computeYieldValue(double sig, double rho, double theta, double tempKappa) const oofem::ConcreteDPM
Concrete_VertexType enum nameoofem::ConcreteDPMprotected
ConcreteDPM(int n, Domain *d)oofem::ConcreteDPM
convert_dSdE_2_dPdF(FloatMatrix &answer, const FloatMatrix &dSdE, const FloatArray &S, const FloatArray &F, MaterialMode matMode)oofem::StructuralMaterial
CreateStatus(GaussPoint *gp) const oofem::ConcreteDPMprotectedvirtual
damageoofem::ConcreteDPMprotected
deltaLambdaoofem::ConcreteDPMprotected
DHardoofem::ConcreteDPMprotected
dilationConstoofem::ConcreteDPMprotected
domainoofem::FEMComponentprotected
eccoofem::ConcreteDPMprotected
efoofem::ConcreteDPMprotected
effectiveStressoofem::ConcreteDPMprotected
eMoofem::ConcreteDPMprotected
errorInfo(const char *func) const oofem::FEMComponent
estimatePackSize(DataStream &buff, GaussPoint *ip)oofem::Materialinlinevirtual
fcoofem::ConcreteDPMprotected
FEMComponent(int n, Domain *d)oofem::FEMComponentinline
ftoofem::ConcreteDPMprotected
give(int aProperty, GaussPoint *gp)oofem::Materialvirtual
give1dStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give1dStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give1dStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dBeamLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2dPlateSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give2DStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
give3dBeamSubSoilStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dLatticeStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::ConcreteDPMvirtual
give3dMaterialStiffnessMatrix_dCde(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give3dMaterialStiffnessMatrix_dPdF(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
give_dPdF_from(const FloatMatrix &dSdE, FloatMatrix &answer, GaussPoint *gp)oofem::StructuralMaterial
giveCastingTime()oofem::Materialinline
giveCauchyStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveCauchyStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialinlinevirtual
giveClassName() const oofem::ConcreteDPMinlinevirtual
giveDomain() const oofem::FEMComponentinline
giveEshelbyStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFiberStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFirstPKStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedF, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveFullSymMatrixForm(FloatMatrix &answer, const FloatMatrix &red, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullVectorForm(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)oofem::StructuralMaterialstatic
giveFullVectorFormF(FloatArray &answer, const FloatArray &strainVector, MaterialMode matMode)oofem::StructuralMaterialstatic
giveInputRecord(DynamicInputRecord &input)oofem::StructuralMaterialvirtual
giveInputRecordName() const oofem::ConcreteDPMinlinevirtual
giveInterface(InterfaceType t)oofem::FEMComponentinlinevirtual
giveInvertedVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveIPValue(FloatArray &answer, GaussPoint *gp, InternalStateType type, TimeStep *tStep)oofem::ConcreteDPMvirtual
giveLinearElasticMaterial()oofem::ConcreteDPMinline
giveNumber() const oofem::FEMComponentinline
givePlaneStrainStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStrainStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStrainStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx_dCde(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressStiffMtrx_dPdF(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
givePlaneStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
givePlateLayerStiffMtrx(FloatMatrix &answer, MatResponseMode mmode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_1d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_2dBeamLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_2dPlateSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrain, TimeStep *tStep)oofem::ConcreteDPMvirtual
giveRealStressVector_3dBeamSubSoil(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Fiber(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Lattice2d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Lattice3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStrain(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_PlaneStress(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_PlateLayer(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_ShellStressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_StressControl(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, const IntArray &strainControl, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveRealStressVector_Warping(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedE, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveReducedMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedSymMatrixForm(FloatMatrix &answer, const FloatMatrix &full, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedSymVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReducedVectorForm(FloatArray &answer, const FloatArray &vec, MaterialMode matMode)oofem::StructuralMaterialstatic
giveReferenceTemperature()oofem::StructuralMaterialinline
giveSizeOfVoigtSymVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveSizeOfVoigtVector(MaterialMode mmode)oofem::StructuralMaterialstatic
giveStatus(GaussPoint *gp) const oofem::ConcreteDPMinlinevirtual
giveStiffnessMatrix(FloatMatrix &answer, MatResponseMode mode, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveStrainVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
giveStressDependentPartOfStrainVector(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterial
giveStressDependentPartOfStrainVector_3d(FloatArray &answer, GaussPoint *gp, const FloatArray &reducedStrainVector, TimeStep *tStep, ValueModeType mode)oofem::StructuralMaterial
giveStressVectorTranformationMtrx(FloatMatrix &answer, const FloatMatrix &base, bool transpose=false)oofem::StructuralMaterialstatic
giveSymVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveThermalDilatationVector(FloatArray &answer, GaussPoint *gp, TimeStep *tStep)oofem::StructuralMaterialvirtual
giveVI(int ind1, int ind2)oofem::StructuralMaterialinlinestatic
giveVoigtSymVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
giveVoigtVectorMask(IntArray &answer, MaterialMode mmode)oofem::StructuralMaterialstatic
gMoofem::ConcreteDPMprotected
hasCastingTimeSupport()oofem::Materialvirtual
hasMaterialModeCapability(MaterialMode mode)oofem::StructuralMaterialvirtual
hasNonLinearBehaviour()oofem::Materialinlinevirtual
hasProperty(int aProperty, GaussPoint *gp)oofem::Materialvirtual
helemoofem::ConcreteDPMprotected
hrefoofem::ConcreteDPMprotected
initDamaged(double kappa, const FloatArray &elasticStrain, GaussPoint *gp)oofem::ConcreteDPM
initializeFrom(InputRecord *ir)oofem::ConcreteDPMvirtual
initMaterial(Element *element)oofem::Materialvirtual
initTempStatus(GaussPoint *gp)oofem::Materialvirtual
isActivated(TimeStep *tStep)oofem::Materialinlinevirtual
isCharacteristicMtrxSymmetric(MatResponseMode rMode)oofem::ConcreteDPMinlinevirtual
kappaDoofem::ConcreteDPMprotected
kappaPoofem::ConcreteDPMprotected
kMoofem::ConcreteDPMprotected
linearElasticMaterialoofem::ConcreteDPMprotected
moofem::ConcreteDPMprotected
Material(int n, Domain *d)oofem::Material
modifyProperty(int aProperty, double value, GaussPoint *gp)oofem::Materialvirtual
mQoofem::ConcreteDPMprotected
newtonIteroofem::ConcreteDPMprotected
nuoofem::ConcreteDPMprotected
numberoofem::FEMComponentprotected
packUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
performPlasticityReturn(GaussPoint *gp, FloatArray &strain)oofem::ConcreteDPM
performRegularReturn(FloatArray &stress, GaussPoint *gp)oofem::ConcreteDPM
performVertexReturn(FloatArray &stress, double apexStress, GaussPoint *gp)oofem::ConcreteDPM
predictRelativeComputationalCost(GaussPoint *gp)oofem::Materialinlinevirtual
predictRelativeRedistributionCost(GaussPoint *gp)oofem::Materialinlinevirtual
printOutputAt(FILE *file, TimeStep *tStep)oofem::FEMComponentinlinevirtual
printYourself()oofem::Materialvirtual
propertyDictionaryoofem::Materialprotected
referenceTemperatureoofem::StructuralMaterialprotected
restoreContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
restoreIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
rhooofem::ConcreteDPMprotected
saveContext(DataStream &stream, ContextMode mode, void *obj=NULL)oofem::FEMComponentvirtual
saveIPContext(DataStream &stream, ContextMode mode, GaussPoint *gp)oofem::Materialvirtual
setDomain(Domain *d)oofem::FEMComponentinlinevirtual
setIPValue(const FloatArray &value, GaussPoint *gp, InternalStateType type)oofem::ConcreteDPMvirtual
setNumber(int num)oofem::FEMComponentinline
sigoofem::ConcreteDPMprotected
sortPrincDirAndValCloseTo(FloatArray *pVal, FloatMatrix *pDir, FloatMatrix *toPDir)oofem::StructuralMaterialstatic
StructuralMaterial(int n, Domain *d)oofem::StructuralMaterial
svIndexoofem::StructuralMaterialstatic
tempDamageoofem::ConcreteDPMprotected
tempKappaDoofem::ConcreteDPMprotected
tempKappaPoofem::ConcreteDPMprotected
thetaTrialoofem::ConcreteDPMprotected
transformStrainVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &strainVector, bool transpose=false)oofem::StructuralMaterialstatic
transformStressVectorTo(FloatArray &answer, const FloatMatrix &base, const FloatArray &stressVector, bool transpose=false)oofem::StructuralMaterialstatic
unpackAndUpdateUnknowns(DataStream &buff, TimeStep *tStep, GaussPoint *ip)oofem::Materialinlinevirtual
updateLocalNumbering(EntityRenumberingFunctor &f)oofem::FEMComponentinlinevirtual
vertexTypeoofem::ConcreteDPMprotected
vIindexoofem::StructuralMaterialstatic
VT_Compression enum valueoofem::ConcreteDPMprotected
VT_Regular enum valueoofem::ConcreteDPMprotected
VT_Tension enum valueoofem::ConcreteDPMprotected
yieldHardInitialoofem::ConcreteDPMprotected
yieldToloofem::ConcreteDPMprotected
~ConcreteDPM()oofem::ConcreteDPMvirtual
~FEMComponent()oofem::FEMComponentinlinevirtual
~Material()oofem::Materialvirtual
~StructuralMaterial()oofem::StructuralMaterialinlinevirtual
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